Genetic algorithms for the optimization of pipeline systems for liquid transportation (1)

  • Haiver Galeano P y P Construcciones S.A. – Departamento de InformaciónTecnológica, Bogotá, Colombia
  • Paulo César Narváez Universidad Nacional de Colombia – Departamento de Ingeniería Química, Bogotá, Colombia
Keywords: optimization, genetic algorithms, fluid distribution networks, pipe networks

Abstract

This is the first of two articles in which a Genetic Algorithm (GA) is presented to obtain an optimal design of a pipeline system for liquid transportation, from an economical and operational point of view. This GA is based on criteria such as compliance with the laws of matter and energy conservation; flow requirements in consumption points where pressure is known; restrictions to the pressure value in system points where pressure is unknown, and to the velocity, which must be lower than the erosion limit velocity. This article combines traditional techniques for the design of GA in this type of problems with some ideas that had never been applied before in this field. The proposed GA allows sizing of the liquid distribution systems, including pipelines, consumption and supply nodes, tanks, pumping equipment, nozzles, control valves, and accessories. This article includes different formulations found in literature on network design through optimization techniques and carries out the mathematical formulation of the optimization issue. In the second article the characteristics of the designed Genetic Algorithm (GA) are specified and further applied to the issues presented by Alperovits and Shamir (1977), and Fujiwara and Khang (1990), addressing the water distribution network at Hanoi, in Vietnam . Finally, the GA is applied to a fire protection network, allowing for the testing of some of the model’s characteristics which are not reported in the pertinent literature, such as the possibility to include pumping equipment, aspersion nozzles, and accessories.

References

Alperovits, E. Y. and Shamir, U., 1997. "Design of optimal water distribution networks". Water Resources Research, 13 (6): 885-900. https://doi.org/10.1029/WR013i006p00885

Arnold, K. Y. and Stewart, M., 1987. "Surface production operations". Houston, Texas, Gulf Publishing Company.

Dandy, G. C., Simpson, A. R. and Murphy, L. J., 1996. "An improved genetic algorithm for pipe network optimization". Water Resources Research, 32 (2): 449-458. https://doi.org/10.1029/95WR02917

Fujiwara, O. and Khang, D. B., 1990. "A two-phase decomposition method for optimal design of looped water distribution networks". Water Resources Research, 26 (4): 539-549. https://doi.org/10.1029/WR026i004p00539

Galeano, H., 2000. "Estudio e implementación de un prototipo de un sistema de optimización para el dimensionamiento de redes hidráulicas". Tesis de Maestría, Departamento de Ingeniería de Sistemas, Facultad de Ingeniería, Universidad Nacional de Colombia, 194 pp.

Gessler, A. and Shamir, U., 1989. "Analysis of the linear programming gradient method for optimal design of water supply networks". Water Resources Research, 25 (7): 1469-1480. ttps://doi.org/10.1029/WR025i007p01469

Landsey, K. E. and Mays, L. W., 1989. "Optimization model for water distribution system design". J. Hydraul. Engineer.. SCE, 115 (10): 1401-1418. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:10(1401)

Lasdon, L. D., Waren, A. D. and Rater, M. S., 1984. "GRG User's Guide, University of Texas at Austin, tex, 1984". In: http://web.wt.net/wti/grg2.htm.

Montesinos, M. P., García-Guzmán, A. y Ayuso, J. L., 1996. "Optimización de redes de distribución de agua utilizando un algoritmo genético". Ingeniería del Agua, 4 (1): 71-77. https://doi.org/10.4995/ia.1997.2717

Narváez, P. C. y Galeano, H., 2002. "Ecuación de costos y función objetivo para la optimización del diseño de redes de flujo de líquidos a presión". Ingeniería e Investigación, 49: 23-29.

Savic, D. A. and Walters, G., 1994. "Sensitivity of optimal pipeline system design to changes in head loss equation". Report number: 94/21, Center for Systems and Control Engineering, University of Exeter, United Kingdom .

Savic, D. A. and Walters, G., 1997. "Genetic algorithms for least-cost design of waters distribution networks". J. Water Resourc. Plan. and Manag., 123 (2): 67-77. https://doi.org/10.1061/(ASCE)0733-9496(1997)123:2(67)

Simpson, A. R., Dandy, G. C. and Murphy, L. J., 1994. "Genetic algorithms compared to other tecniques for pipe optimization". J. Water Resourc. Plan. and Manag., 120 (4): 423-443. https://doi.org/10.1061/(ASCE)0733-9496(1994)120:4(423)

Walski, T. M., Gessler, J. and Sjostrom, J. W., 1990. "Water distribution systems: simulation and sizing". Chelsea, Michigan, Lewis Publishers.

How to Cite
Galeano, H., & César Narváez, P. . (2003). Genetic algorithms for the optimization of pipeline systems for liquid transportation (1). CT&F - Ciencia, Tecnología Y Futuro, 2(4), 55–64. https://doi.org/10.29047/01225383.528

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Published
2003-12-31
Section
Scientific and Technological Research Articles

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